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HomeMy WebLinkAbout0015 SEA VIEW AVENUE - Health 5 lea View Avenue osterville 162 — 026 ,t l No.. 2� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for bispo8af *pstrm Construction 3dermit Application for a Permit to Construct ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. ( $f 1V'�G't,f �ik�1 l G c !! P M, ssessor'sMap/Parcel t JCk4 9,e4k T rL34 , , Installer's Name,Address,an Te.No. �C o 4{ 9�zr(c(S Designer's Ni�nne,,A�1ddress,and Tel.No.T 9 i Cr Ijl `7a"t ��'t�i_r9 ct,�a vC-t-Iµ,l. 7$f' �dB''1!1l;3 e`�` ��rFkevt ev�C/ sort L� ? a c�3r ort�r &xnx " 7 1 w 7 Type of Building: Dwelling No.of Bedrooms Lot Size �►� j S/�j sq.ft. Garbage Grinder( ) Other Type of Building ffw5 e "de4' No.of Persons N Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z, o gpd Design flow provided `�`� gpd Plan Date -?-a 14 16 Number of sheets Revision Date Title Size of Septic Tank J f6 a G h CIO v. Type of S.A.S.f(A r4:c Ie t,-A rya S (t,1-VYt 9 e k 1 Description of Soile k Nature of Repairs or Alterations(Answer when applicable[ 7� � ! �­-, --�����N. �. �� _._as J,K� fir- rr►� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board 01 Health. Sign Date F - 36 Application Approved by Date—" Q Application Disapproved by Date for the following reasons Permit No. l to Date Issued - ---------- -- f , fi 4�J f p ' Fee f5o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: '-PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ,. 2pplication for;Misapos"pitem Construction Permit Application fa a.Permit to Construct(,�) �Repair(. )' Upgrade Aba`ndon( ) ❑Complete System ❑Individual Components 'Location Address or Lot No. 1 } Owner's Name,Address,and Tel.No. ' sessor's Map/Parcel 4.,� __ T p 4A 11 Fr uS-i Installer's Name,Address,an Tef No. cr o-{4 S'11;r I r(s Designer's Name,Address,and Tel.No'.'—I K i r r PL v 71' ►t 6aP' ;1 5 e+ ")-r Type of Building: . , Dwelling No.of Bedrooms 3 Lot Size ' sq.ft. Garbage Grinder tl Other Type of Building f 1vu3 e c� x No.of Persons Showers( ) Cafeteria( ) Ilk Other Fixtures 1 Design Flow(min.required) - gpd Design flow provided ��`� gpd Plan Date ( Y !O Number of sheets Revision Date i Title I I a Size,of Septic Tank e/ _b 0 � 1 (r u h Type of S.A.S. V(,r-L \ Y, L Description of Soil �� , cb� L'"r/IA4, 7>_ �n c.,2'-"r .( vA't, 1�/U V 1_ e /'i SA"i h ' Nature of Repairs or Alterations(Answer when applicable Date last inspected: r ; ' G ''Agreement: � i• ...,« The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system:in operation until a Certificate of --Compliance has.been issued by this Board% Health. Signtl 74 Date 36 - r 2 Application Approved by Date y f Application Disapproved by ' Date for the following reasons l Permit No. 1-7 k::, Date Issued i, L! ---------- - - -- --- - -------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance t THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( t) Upgraded Abandoned( )by at 4"eo 1)j El /7!�[ (/��d11 ! has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No 176 datedAl Llr ) Installer S�Cc ¢ems Designer.O'AX1e—j?0/ AAx #bedrooms A eex­ Approved design flow S s a gpd 1r 4 C� The issuance of this permit shall not be construed as`a guarantee that the system i1�4 1 nction as desili� gned. j Date � / � Inspector L i j . . / _ U, :--------- - ?------. - . ------ b--------------------------------- No. �;)o I� G l ,F� f Fee C THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal _!9)pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( Abandon( ) System located at , �?7 / Emu )) 14:CA4A0 • . t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be conkpleted within three years of the date of this Date C� I Approved by TOWN OF BARNSTABLE LOCATION /.57- �*ViL, SEWAGE#. 00 VILLAGE �� �.c��l��,. ASSESSOR'S MAP&PARCEL (o)- INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15 W �A 7-p E LEACHING FACILITY.(type) Cu (size) NO.OF BEDROOMS _ OWNER j PERMIT DATE: COMPLIANCE DATE: (all T Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within NO feet of leaching facility) feet. Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY 3 qfo- r� 3t�- 35 y b - �501 qD A_ 45 Hi Town of Barnstable z Regulatory Services o,. Thomas F. Geiler,Director Y IABNMBLE # Public Health Division 9�A a``� Thomas McKean,Director �o Mp'l 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: AD 2c1 13 Sewage Permit# Zo i 2-oZ 6 Assessor's Map/Parcel Installer&Designer Certification Form Designer: fL5mv , A, tJ� Installer: S,,-stf Sk i tjs - Address: ax6-z,. NJ'uc Address: 72 ?�s fond-�, Sf�., �.�o�KtS 09dt►-v,l4 - ®2�ss On 'tI glZal2 S�sf� S4re_f40.S was issued a permit to install a (date) (installer) septic system at t S Sec Lh uj Ave 05l crud G( based on a design drawn by (address) 1'J o.Yc4=� 1i� G dated?13 6 94 1 Z. (d signer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout-(if required) was inspected and the soils were found satisfactory: I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required ected and the soils were(Installe found s tisfactory.. ZN OF � MAss9 STEPHEN ALLYN ' nature) W&SON y No.30218 G/ Q90,�9FG'�STER�4\a�� esigner's Signature) (Affix Des i ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification fonn.doc 03 9 Town of Barnstable Regulatory Services-. . °-* Thomas F. Geiler,Director BARNSr" E. ' Public Health Division KASS �^ s q��rya Thomas McKean,.Director 200 Main Street, Hyarnis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: (a -(mot-20 13 Sewage Permit# Zo 1 Z-0-z<.' Assessor's Map/Parcel c o Z Installer & Desi-2ner Certification Form Designer: � ;�1 a„ hA. Ly 1 s cK Per Installer: 15,a t4 S 61,_ [J s LIJ Address: 1? 2.xkn 1jS4e Address: ?Z ?)ria r Saaeta lit C31 a— s On -., {�o/2 S o S�r�C�3 was issued a permit to install a G� (installer) - UT C, 1 septc system 6�q{ l S -t_j 05�t raj►I lc based on a design drawn by . i-n s-; (address) ©. ES .�. F- 13 dated 3 6 ZD (d signer) I certify thatthe septic system referenced above was installed substantially according to the design, Which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and; the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in.accordance with State& Local Regulations. .Plan revision or certified as-built by, to.follow. Stripout (if required ected and the soils were founds tisfactory. PL�N OF Mgss Q O� STEPHEN Z ALLYN rn b flnstalle ' ature) O I WUON y No.30216 STERti����``� Designer's Signature) (Affix Desi - ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COYf_PLLANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- . BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercerdfication foim.doc „ e '4 2004 -C33 9 DEED RESTRICTION WHEREAS Jetty RPa 1 t-y Trust. Jantm, A Berto1 ami Trustee of (owners name) 6 Proctor Street, Acton, 'MA .. MA (address) is the owner of 15. Sea view Avenue located (address) at osterville, (Barnstable) MA (hereinafter referred to as Lot 2 and being shown on a plan entitled'Subdivision of Land in Barnstable MA, Property of , et al, duly recorded in Barnstable County Rey<,.=,I:.ry of Deeds in Plan Book BK195/BK488 , Page Pg149/Pgi7 Or on Land Court Plan Number- WHEREAS, Jane A Bertolami Trustee as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 StateEnvironmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition-to granting a disposal' 'works construction permit for A septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a'single family home on this property, is requiring that the agreement for the,restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County.Registry of Deeds by recording this document, decor NOW, THEREFORE, ,lane A Rertol ami . Tr i-step does hereby place the i (owners name) following restp coon on his above-referenced land in accordance with his gLP amenfi with the lows whiehFestridon shalt run with the land and be binding upon all.successors in title: 1...,15 sea yew Avenue mayhave constructed (address) upon the lot a house containing no more than th (3 ) bedrooms. Jane A. BeAolami Trustee agrees that this shall be permanent deed (owners name) restriction afFecting Tot? located on ostervi lle (Barnstable) MA, and d . being shown on the plan recorded in Plan Book 1�5 , Paged 149 Or on Land Court Plan For title of L 2 see the followingdeed: Book ?3391 Page g 1 . 0. Land Court Certificate of Title Number Executed as a sealed instrument day of ((lers signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS ss 2012 Then personally appeared the above-named known to mF to be the person who executed the foregoing instrument and acknowiedged the same to be`hPr free act and deed, before me, i Notary Public My commission expires: Fes;I a81 ao 17 ulr la$�n (date) cIKE Town' of Barnstable Barnstable P Board of Health Al A„�caC;y " AARR'SCABLE, • t 9cb '4 q; 200 Main Street,Hyannis MA 02601 '°rfa Mas°' . .. • 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. funichi Sawayanagi September 20, 2010 Mr. Stephen Wilson Baxter Nye Engineering & Surveying 78 North Street Hyannis.. MA 02601 RE:. 15 Sea View Avenue, Osterville A = 162— 026 - 002 Dear Mr. Wilson: You are granted variances on behalf of your clients, Jetty Realty Trust, Jane A. Bertolami, Trustee, to construct an onsite sewage disposal system at 15 Sea View Avenue, Osterville. The variances granted are as follows: P I 310 CMR 15.211 (1): To install the soil absorption system five feet away p_ y ay from„the property line; in lieu of the minimum ten feet separation distance required. Section 360-1 of the Town of Barnstable Code: To place a septic tank 78 feet away from a coastal bank, in,lieu of the one hundred feet minimum separation distance required. Section 360-1 of the Town.of Barnstable Code: To place a soil absorption system 97 feet away from a coastal bank, in lieu of the one hundred feet minimum separation distance required. q ed. These variances are granted with the following,,conditions: (1) No more than three (3) bedrooms maximum are authorized at this _ property. *Dens, study rooms, offices, finishedattics, sleeping lofts; and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. QAWPFlLES\15 Sea View Ave Ost Wilson Sep20IO.doc z e 1'. Baxter Nye Engineering & Surveying Page Two — RE: 15 Sea View Avenue September 20, 2010 (2) The septic system shall be.installed in substantial conformance with the revised engineered plans dated August 16, 2010. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the physical constraints at the site severely restrict the location of the septic system components due to its close proximity to the coastal bank. Sinc ely yours, Wayne iller, M.D. Chairma Q:\WFFILES\15 Sea View Ave Ost Wilson Sep2010.doc tME T Gt N i DATE: FEE: settxsrest.e, 9 MASS i619. REC. BY QED MP'I� s��+ s� o Tow�1 n of BA nstable SCHED. DATE. Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862 4644 Wayne A.Miller,M.D. j FAX: 508-790 6304 Junichi Sawayanagi. Paul J.Canniff,D.M.D.. VARIANCE REQUEST FORM - LOCATION Property Address: hJ L 0--1 Assessor's Map and Parcel Number: G 2 doZ Size of tot: Wetlands Within 300 Ft. Yes / Business Name: No Subdivision Name: . APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT.PERSON Name : R Name: t�ri n; 1 �,. Utz!N I Address: Rr-am}u. 'Zt. 4C.4-Dn . 016 01'12,o Address:axict Q. 4e 7Sd Qor k S4 1-fve r,v,iS Phone: Phone: SO 9' - 7'7/- 75OZ VARIANCE FROM REGULATION(Li�t Rag:) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition El House Renovation Repair of Failed Septic System.13 Checklist (to be completed by office staff-person receiving variance request application) a Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form. Four(4)copies of engineered plan submitted(e.g.septic system plans) y Completed seven(7)page checklist confirming review of engineered septics ste — m plain by submitting en ineer or registered sanitarian r- Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted.(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/le-asee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) . Variance request submitted at Ieasi 15 days prior to meeting date VARIANCE APPROVED O ED Wayne Miller Chairman Y. _ NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decol1ik\AppData\Local\Microsoft\Windows\Temporary Internet Fides\Content.Outlook\BAJ9P9B7\VARIREQ.DOC _ `1aCEZ izi CAM L � I ct 0 .17 . CA 6c� ram- � -I 1 � i� i CAH 5 14-1 ld tz l dal G �Z m 45 Ln Ln CD ri c� tidy � Z►t� �1. ID �:�`� 2� �,:_ � .a> Town of Barnstable Geographic Information System July 14,2010 162011 #550 182004 Ak�q ' #611 NNO q`F 102013 . S, #654 162003 #633 182014 r`.. Al P 02 _ CO 182002 rCt #38 162016 Py #22.::., 182028002 15 162001 ,.. 182028001 26 #82 162018 050 All 3a 162D2s 162017 #70 0 49 DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:162 Parcel:026002 Board of Health . boundary'determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel V-too'may not meet established map accuracy standards,. The parcel lines on this map Abutter List Type-Direct abutters(no Set distance)and the properties located � w •F . are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters - boundaries and do not represent accurate relationships to physical features on the map ` such as building locations. Buffer AbutterReport Pag e T of 1 Board of.Health Abutter List for Map & Parcel(s.): 162026002' Direct abutters(no set distance) and the properties located across the street. Total Count: 5 Close: -Map&Parcel Owneri Owner2` Addressl Address 2 Mailing 'Country Deed :- CityStateZip CHESTNUT HILL 162014 PLIMPTON, PEGGY 39 CLYDE ST USA C99595 MA 02167 162015 HEGARTY,LAURI 22 SEA VIEW AVE OSTERVILLE, MA . C142368 02655 ,- MARTIROSIAN, C/O.W HITE,. - MARTIROSIAN 30 COLPITTS WESTON, MA REALTY TRUST ROAD 02493. 162026001 VAHAN& FREEMAN& 23785/21 ROSEMARY TRS WINTER LL � . • 162026002 T .s31ie ACTON.MA 23391/1'. BARNSTABLE, HYANNIS' MA 162028 367 MAIN STREET USA , TOWN OF(LDG) 02601 NONE This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/14/2010. � e http://66.2.03.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 7/14/2010 Transmittal .Letter, To: Board of Health _ 200 Main Street k - Hyannis, lVlA-02601''� Attn: co From: Stephen A. Wilson,•P.E. Subject: .P- 1 z, gS7.[is Sc O(cs--9 Aul-- Date: 71 Zl I z©k n We are sending you V Attached ❑Under Separate Cover The following documents: ❑Prints❑ Order of Conditions❑Variance Approval❑Recording Slip ❑Septic System Permit. ❑Notice of Intent Other DA E QUANTITY DESCRIPTION 2 l-1 zu-0 0'V— oc- e cr, So'' These items are transmitted as checked below: ❑ For Your Use ❑ As'Requested + For Your Files ❑ For Review and Comment ❑ For Recording As Required Other. Additional Distribution File No. 2CC?-b 3 9?-'OZL . Baxter Nye Engineering&Surveying Phone: $08-771-7502,ext.13 78 North Street,3rd Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com " Transmitta]Lette6.doc } Town of Barnstable # 7 f1HE rp� Department of Regulatory Services `. Public Health Division l 3 ;._ • a►rwsrAa�e. D Date.. / y MASS, �p sa3q. �e 200 Main Street,Hyannis MA 02601 ` -Date.Scheduled Time M tee Pd. _v Soil Suitability Assessment for Sewage . sposal Performed By: 5 b-a<h,e't A, 1. . Witnessed By: 0,+1) ltia .S/. �- o. LOCATION& GENERAL INFORMATION Location Address 1 �tcw (T-+n Vcoty� Owner's Name. L,Ca PV`ae•Fo.- �. ®S br4 yr l�Q Address Assessor's Map/Parcel: YK&P Cngineer'sName Syft m- Lex13GVi % PL:- NCW CONSTRUCTION ' REPAIR X Telephone# e M . w.,7 c, V=T ("-J�I Land Use Slopes(%) ti 40 Y ° Surface Stones' Distances from Open Water Body '" 168 It Possible Wet Area it Drinking Water Well It Drainage Way 11 Property Line 11 Other tt SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) SEA VIEV AVENUE -.-I X . Y f 60 V9E 195° C - ' iFNIE .vAxar � �'I kt ✓. �coemr FCQP o 'n m a - rrs-t9ti / S i LOT 2 a. -Q 7.6 193 PG 149 % AREA.TO MEAN m�evg p . ------------- q. Parent material(geologic) G1 a e I h 1 0 v-,,U abt Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater _ + { LRMINATION FOR SEASONAL HIGH WATER TABLE DE T Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping front side of obs..hole: -` inr Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Y r ' Time Observation , Hole# t Time at 9" *16 Depth of Perc' r v 41 Time at 6" Start Pre-soul:Time a . Time(9%6") End Pre-soak Rate Min./Inch {+ .E-1 t kA''N4rrlpr Site Suitability Assessment: Site Passed l Site failed: Additional Testing Needed(YN) Original: Public Health Division . Observation Hale Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland.;you must first notify the Barnstable Conservation Division at(east one(1)week prior to beginning- Q:I-lEALTH/Wh/PERCFORM f _� DEEP OBSERVATION:HOLE LOG Hole# eL Depth.rrom Soil Horizon Soil Texture Soil Color Soil. Other Surtace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° ve �cv cQ I,�ar>^ t p'``.f't2 .a -g 22n�^ IEF�� d1 e inn �� .lt7 �� � � DEEP OBSERVATION HOLE LOG Hole# �o Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.c %Gravel) .10nn—20 6r �.: 5aw'cOj 10 YIQ. � . DEEP OBSERVATION HOLE LOG IIole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling. (Structure,Stones,Boulders. Consistency,° Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from `Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,c ° ravel) Flood Insurance-Rate Man Above 500 year flood boundary No_ Yes Within 500.yenr boundary No tt� Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? C5 If,not,"what is the depth of naturally occurring pervious material?. Certification 1 certify that oil rt 1 ' 5(date)I have passed the soil evaluator examination approved by the Department of Envirotunental Protection and that the above analysis was performed by me consistent with the required training,expertise a;?a experience described in 310 CMR 15.017. I Date '7 a ./Zol29 \ Signature 4 Q:HEALTI-1/WP/PERCF0RM :2 oC��T» CJr il -- .� o/O BAXTER NYE ENGINEERING & SURVEYING _ Registered Professional Engineers and Land Surveyors 78 North Street,3d Floor,Hyannis;MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 August 30, 2010 3-U NEC, Board of Health uu ti�� 200 Main Street Hyannis, MA 02601 Re: Revision of Variance Request Jetty R.T., 15 Sea View Avenue: Members of the Board: Enclosed please find a revised plan for a septic system upgrade at the above noted address." The neighbor who controls the Greenbelt easement has objected to the placement of the SAS in the easement. The variance requested originally was Barnstable BOH; Chapter 360-1-To allow a septic tank to be 89 feet from a coastal bank in lieu of 100 feet. The revised variance request consists of Barnstable BOH, Chapter 360-1 -To allow a septic tank to be 78 feet from a coastal bank and a SAS to be 97 feet from.a coastal bank in lieu of 100 feet. The abutters will be re-notified of this revised request. If you have any questions or comments,please do not hesitate to call me directly.at 508-771-7502, ext. 13. Very truly yours, Baxter Nye Engineering& Surveying Stephen A. Wilson,PE Encl. SAW:kb _ - 2009-039:02 0:\2009\2,009-039\ADMIN\LETTERS\20097039 Board of Health 8-30-10.doc Land Surveys • Site Design .• Subdivisions • Septic Design • Wetland Filings • Planning TRANS.NO.. CITY - /TOWN: APPLICANT: -7e CJ ADDRESS: I S S U tc,,.) Ayrnirc dS.LY r-ii i 1[e DESIGN FLOW: 330 gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided 310 CMR 15.2204(t) Plan proper scale?(1"=40' for plot plans, 1"=20'or fewer for components) [310 CMR 15.220(4)] Easements shown 310 CMR 15220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a)for upgrades]-if not, a variance is required 310 CMR 15.412(4) t/ Location of impervious surfaces(driveways,parking areas etc.) [310 CMR 15.220(4)(d)J Location all buildings existing and proposed 310 CMR 15220(4)(c)] V Location and dimensions of system components and reserve areas. [310 CMR 15220(4)(e)]" System Calculations 310 CMR 15.220(4)(f)] daily flow 00, septic tank capacity(required andprovided) soil absorption system (required andprovided) whether system designed for garbage grindej North arrow 310 CMR 15.220(4)(g) Existing and ro osed contours [310 CMR 15.220(4)(g)] : Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)J Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)J Location and date of percolation tests(performed at proper elevation?) [310 CMR.15.220(4)(i) Percolation test results match loading rate? [310 CMR 15.2421 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)J Address 1S. ScaA 0< <#�J Avznur Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR / 15.220(4)(k)] v within 400 feet of the proposedsystem location in the case of surface water supplies and gravel packed public water supply Vol within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft.: beyond setbacks listed in 310.CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other.subsurface utilities located [3.10 CMR 15.220(4)(m if water line cross see 310 CMR 15.211(l)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(l) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] V Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 3.10 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? 310 CUR 15.103(4) Test Holes adequate to confirm adequate groundwater separation 310 CMR 15.103(3) Benchmark within 50-75'of system [310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR 15.000] System components not> 36" deep(unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] _ I Address 15. S,(A a"Cw Aurnyr Sheet 2 of 7 N/A OK NO Size OK? [310 CMR 15.223(t)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" +5" per foot for increase ft depth [310 CMR 15.227(6)] �. Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(l)] Separation between inlet and outlet tees(no less than liquid depth) [310 CMR 15.227(2)] Voof Inlet/Outlet elevations at least 12 above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.4050)(k)] Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [3 TO CMR 15.2228(1)and 310 CMR 15.232(3)( Three access covers(inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade,. -one port for systems<1.000gpd, ` two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade.covers secured to unauthorized access? [310 CMR. 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3 Setbacks from resources [310 CMR 15.211 — Required when other than single-family dwelling 2r.flow>1000 g d 310 CMR 15.223(1)(b)] First compartment 200%daily flow; Second compartment.100% daily flow [310 CMR 15.224(2)and(3)] "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter [310 CMR 15.224(4)] Address I Sheet 3 of 7 N/A OK ,NO B>�I3�NG�SF�W��R�A�D�OT1ERIP-�1N � . Located at least ten feet from any water line? [310 CMR Disposal piping at least 18"below water line(when water and - sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CIvIR 15.222(6) Proper pitch on all runs?(.005.within gravity-distributed trenches and beds) [310 CMR 15.251(9)and 310 CMR"15.252(2)(c)] Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? - Size and orientation of discharge.holes specified?(not smaller than 3/8" not larger than 5/8") [310 CMR.15.251(8)and 310 . CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed ............ Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] Splash plate.or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 . CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] Capacity(emergency storage above working—design flow)? [310 � . CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)]. Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5) Service components accessible(not too deep with piping, disconnects accessible) Alarm floats-alarm on circuit separate from pumps specified? Exceeds two units niusthave two pumps operating in lead-lag mode. [310 CMR 15.,231(6) and(8)] Vr Stable Compacted Base [310.CMR 15.221(2)] Buoyancy`calculations needed?Provided? [310 CMR 15.221(8)] Vr Address IS_ J C-4 (>tcaJ Aurr11-e Sheet 4 of 7 N/A OK NO SOII �BSORPTZO- STES ) ETER � - Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15:240(1)] f Required separation togroundwater? [310 CMR 15.212)] Aggregatespecified as double washed [310 CMR 15.247(2)] System Venting required/provided?(system under driveway or. >36" deep) [310 CMR 15.241 Inspection ports specified and within.3"final grade? [310 CMR 15.240(13)] V Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Av, Guidance Document A .>( RIES ITS'C 14 CMR 5: 53 w Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be tograde) [310 CMR 15.253(2) Aggregate 1'minimum-4'maximum: 310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] Oe In bed configuration, inlet every 40 s . ft. 310 CMR 15:253(6) } N��ES�111NIrIZ 1:5�.251� Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or,width whichever eater (3x if reserve between trenches 310 CMR 251(1)(d) - Situated alongcontours 310 CMR 15.251(2 Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] _ Aggregate depth below discharge pipes 6.'.'minimum, 12 _ maximum. [310 CMR 15.252(2 Separation between beds 10'minimum. [310 CMR 15.252(2)(0] Bottom'area used in calculations only [310 CMR 15.252(2)(i)] Address� (%,jd AtG+4.ac Sheet 5.of7 N/A OK NO YAM 0 - Pressure Dosed System ? Provided pump and piping / calculations as required [310 CMR 15.220(4)(r)] Pressure.dosing required on all systems>2000gpd or alternative systems under remedial approval[310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly / (>2000 d)good to note on Plan 310.CMR 15.254(2)(d)] (/ Construction in fill -Did the plan specify that the fill shall meet' the specification of 310 CMR 15.255(3)? j Impervious barrier an d/or retainin g wall . Guidance Document] Impervious barrier installation must be supervised by / designer [310 CMR 15255(2)(b)] V Ret aining n wall must be de signed g g e by Registered Professional / Engineer [310 CMR 15255(2)(a) 1/ Side slope not exceed 3:1 ? [310 CMR 15255(2)] Breakout requirements met? [310 CMR 15:252(2)and E Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (I G ft. recommended) [310 CMR 15.255 (2)(e)} �Gravel["•�s System �4pr v�l�eiter'sj`� ����� _ Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface ' Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? - Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits LZ Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy ofa maintenance a-1 Are the variances listed on the plan? [310 CMR 15.220 ` RLS Stamp necessary on plan if a,component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed-[Refer to 310 CMR 15.414] 1� Address 15 .5Ck . of 1 UL Sheet 6 of 7 N/A 'OK NO `11�ilrgei�sensit��"e�AIM�ea Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.2.15 and 310 CMR 15.216 -also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] Pumping to septic tank? [310 CMR'15.229 Shared System [310 CMR 15.2901 Address . f J Sea- U�c w AUT n✓C.' Sheet 7 of.7 SARAH F.ALGER, P.C. ATTORNEY AT LAW FrvE PARKER RoAD•PosT OFFICE Box 449 OsTERVILIE, MASSACHuserrs•02655 TELEPHONE:508-428-8594 FAcsmi.E:50&420-3162 )om R ALOEe TWO SOUM WATER STREET 1931-2007 NANTucm,WssAcHusErrs•02554 August 23, 2010- TELEPHONE:508-228-1118 SARAH F.ALGER FaCs1I�tQF-508-228 8004 sfa@sarahfalgerpccom Jane A. Bertolami, Trustee Jetty Realty Trust AUG- 6 6 RECT Six Proctor Street Q Acton, MA 01720 By: Dear Ms. Bartolami: I represent Vahan and Rosemary Martirosian, as Trustees of the Martirosian Realty Trust, owners o rty at 25 Sea View Avenue, Osterville, which directly abuts your property at '� ` �� ea View Avenu`e'�: e ave received a copy of the Notice of Hearing from the Barnstable Board of Health, and we have reviewed the plan prepared by your.agent,Stephen A. Wilson, P. E. It appears that your proposed septic system would encroach into the "Greenbelt" shown on the plan recorded with the Barnstable Registry of Deeds in Plan Book 488, Page 17, and established in deed dated June 1, 1992, recorded with the Barnstable Registry of Deeds in Book 8045, Page 203, a copy of which is attached. As provided in said deed, "no trees or other plantings may be removed or disturbed(other than for cutting of grass,.removal'of weeds and similar ordinary landscaping upkeep), or added to, without the written consent of the Grantor or Grantee". Please be advised that the Martirosians,as.the Grantee in said deed, do not consent to the use of the"Greenbelt''for the installation of any portion of your septic system or in any manner that would disturb the trees or other plantings. As a result, they would ask that you redesign your proposed system.in such a way as to not disturb the"Greenbelt". Thank you for your attention to this matter. Sincerely, f &L. /c . Sarah F. Alger gek cc: Mr. and Mrs. Vahan Martirosian Thomas A. McKean; Health Inspector, Barnstable Board of Health Barnstable Conservation Commission Stephen A. Wilson, P. E., Baxter&Nye, Inc. m 6e�5',8 10 . 11 : 48a P. 2 .BODK 8�4J F'A�E 203 r'b QUITCLAIM DEED I, NANCY HERRON MACCOLL (the "Grantor") of West Hartford, Connecticut, for consideration of ONE MILLION DOLLARS and N0/100 ($1, 000,000) hereby grant to VAHAN MARTIROSIAN and ROSEMARY MARTIROSIAN (collectively, the "Grantee") , husband and wife, as tenants by the entirety, with Quitclaim Covenants, that certain parcel of land, together with the buildings and improvements thereon, situated in Osterville, Barnstable County, Massachusetts, and shown as Lot l on a plan of land entitled "Plan of Land in Wianno, Barnstable, Mass. . .Belonging to J. William & Dorothy B. Herron", dated August 4, 1965, drawn by Nelson Bearse - Richard Law, Surveyors, recorded in Barnstable Registry of Deeds in Plan . Book 195, Page 149 (the "Plan") , and being more particularly bounded and described as follows: J Lot 1 0 NORTHWESTERLY by Sea View Avenue, a public way, one hundred v eighty-five and 12/100 -(185.12) feet; NORTHEASTERLY by Lot 2 on said plan, approximately one hundred ninety-four (194) feet; SOUTHEASTERLY by Nantucket. Sound; and = \J SOUTHEASTERLY by land now or formerl of James R. Ma Y cColl _ (L-C.. 15548)-, approximately one hundred eighty-four (184) feet. °) Containing approximately 34,100 square feet of land. _. The granted premises are hereby conveyed subject to and with the benefit of -existing matters of record. yThe following rights, reservations and restrictions are hereby established as appurtenant to the granted premise and to Lot 2 owned by Grantor. and shown on the Plan and shown ons 'that certain plan entitled "Plan of Land in (Osterville) Barnstable, -: Mass. For Nancy H. MacColl, :TRS. "; dated March 12, 1992, drawn by Baxter & Nye, Inc. , Registered Land Surveyors (the "Greenbelt Plan") recorded herewith:.. P JcX Qook 1}$g Pao le 1-7 O Grantor shall have the .right, . in common with. Grantee, 'to use,, , •-_ maintain and replace the existing stairs located in part on the . granted premises and in part-on Lot 2 as shown on the Greenbelt Plan, in such existing location; until the expiration of thirty days following the i•ssuance ,of 'final permits for construction of an additional set of stairs -to`be located on Lot 2 northeasterly..___ U of the stone jetty as shown on the Greenbelt..Plan. The .Grantor Eluga 48 10 11 : 48a p. 3 Boox.8045 fact .204 -2- will• use diligent. efforts to obtain such permits. In the event that such permits have not been obtained by the Grantor within six months of the date of recording hereof, the Grantee may thereafter proceed to attempt to obtain such permits on behalf of the Grantor and the Grantor will cooperate with the Grantee's efforts in this regard. Thirty days after all necessary such permits have been issued (final beyond any appeals and appeal periods) , the Grantee will have the sole right to use said existing stairs and shall have sole responsibility for maintenance, .repair and replacement of said existing stairs (the expense of which, prior to such time, will• be shared equally between Grantor and Grantee) . Within the area on Lot 2 delineated on the Greenbelt Plan as "Greenbelt", which area is contiguous and adjacent to the southwesterly boundary of Lot 2, no trees or other plantings may be removed or disturbed (other than for cutting of grass, removal. of weeds and similar ordinary landscaping upkeep) , or added to, without the written consent of the Grantor and Grantee; the expenses of such landscaping and upkeep, together with the expenses of any new trees or plantings (as mutually agreed upon in writing between Grantor and Grantee) will be shared equally. - ,The Grantee will have the right to use such "Greenbelt' -area, in: common with Grantor, for pedestrian access to the above referenced existing stairs (and any replacement of' `such stairs) , as is necessary to give access to that portion of the beach area .of Lot 1 located. southwesterly of said stairs, and for access to the existing flagpole (for the exclusive use of the Grantee) presently , located on Lot 2. The rights, reservations and restrictions hereinabove set * forth and established shalla-run for the benefit of. and .be binding upon Grantor and Grantee and their respective heirs, representatives, grantees, assignees, tenants, guests and mortgagees (existing and future) and all those succeeding.. to the interest of such mortgagees. - : For title of Grantor, see' deed dated August. 15; ,1991 of the First National Bank of Venice,, .Trustee of. the Dorothy 'B. Montgomery Real Estate Trust .and recorded with said- Deeds 'in Book - ' 7746, Page 150. 10 1 1 : 48a P. 4 Book 8045 FAGS 205 Witness my hand and- seal this 1:I ..day of June, 1992 . Nancy H. MacCol l COMMONWEALTH OF MASSACHUSETTS. t . County of B r adc, June j "1992 Then personally appeared the above-named Nancy.H. MacColl and acknowledged the foregoing instrument to �be her free act and deed, before me, N ary Public My Commission Expires ~- Laura H.Brophy,Notary Public My Commission Expires =_-= JUN-r ct �: �,�. u ` �. �' J:-- January 2Z1999 _ CID -TARN ru E •tab M - ,. •, . - ;•� 4 8 C. r P —_ �o242A000 •5b .O` f;b.1C'u•C'Y�-�-_.�i \--<fll. _.J_....7 L/4,►S�_ .. .' _ _ - . . /' �4,,\_•. '.vim.�•y�n� .. C(bbWLU, JUA 192 iF { .. ---'�_''��._+.. •ice -�-..._._.�..._-� � - -_�. 1 �i ..�-. .._-� -.. _.._ems _++w__ _v-..�._.YR+.w�.-+_...•..w. _..._.�-_-uv _._�s-. `---_��_-r...- Yam._ �ir- ._�.-� ._--..�- _..-- _ I �....t�. _-r- .r k -.�.-.- .�-�+-._._. r... -.._. .__ -ter.�.- -... ..-___i _- `_ ___.-__ _" _ _w.. ._�...-__�_v-�r..�_ _ - r.k_•__- J --- _..�_. „r„��_4{$._ _ _%..r. ter- - -_.w. -_.._ __M r. _. �__.__ .. - -_�.,�--_• -•• y_...-_ -_.. .....�_ .. _ +_. _mow. _--.nr -y- - - - III_..� r - _... - - -� � •_ •--. _ - � -Mrr..._..._ ��_ .f-r._.. .ter_. _rl 1 1 �rtI �F I { i - � _ - ._ .. � r . � .. _. _ .. .__ _ { __.__.___. _�__ _ __._ _w._ �_ _ _ .------___-._---___._ _ _ _ _ . --_ .._ w..__ __ � _ _ __..t ._ _ _ �� " � . . _ _ r _ _ -- - -- f - - - -- . �_ _ . ___ _�___�.____.._____ ___ �__ _...___..____ ___. _- - -._-_ -__-._. - - - - �' -�- - - - -- - � .�Y .. - ... .�- _ _ .� ___ - _ -- - - .--�- -- ---- _-..___ ____ . .. _ I i ,, _ _ -- _ _ �_ _ - _ __ _. ._ __ _ v__ __ � ._ _ _______ _ �_ __. _ ...__.__.._. __ _ -_ _ .._ __� _ I i t ... ,� •i {{�-- - 1 --- - -- - - __ - - - -�- - - ------ --._- - - - - - - - - - �' . i Transmittal' Letter _To: Board : ..- -of-Health ,200-Main,Street ,_ ... 1 Hyannis, MA 02601 Attn:._ '.�.� From: Stephen A. Wilson, P.E. Subject: ��rdo �IS Sem: Qii,u ALr-, ./.Qarrctl lec9. csl , Date: 7/3 0/ Z Wly _ We.are sending you Attached ❑Under Separate Cover The following documents: ❑Prints❑ Order of Conditions❑Variance Approval❑Recording Slip ❑ Septic System Permit Notice of Intent J 'r/•.•YY:tr DATE 'QUANTITY 'DESCRIPTION 23 0 6 a 302, �sf �G0 on¢_ bu.. i2c A G ek c L These items are transmitted as checked below:: ❑ For Your Use ❑ As Requested For Your Files ;. ❑ For Review and Comment ❑ For Recording As Required Other: G. �. r s Additional Distribution 64 File No. 206'?-03 -oZ . BazterNye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3ra Floor Fag: 508-771-7622 Hyannis,Massachusetts .02601 E-Mail:swilson@bagter-nye.com TransmittalLetter5.doc ABUTTOR NOTIFICATION LETTER Date: July 23rd, 2010 Re: Variance Request As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Jetty Realty Trust; Jane A. Bertolami, Trs. Address: 6 Proctor Street Acton, Massachusetts 01720 Project Location: 15 Sea View Avenue, Osterville Assessor's Map & Parcel: Map 162; Parcel 026-002 Project Description: Construct new septic system. Pump and fill old cesspools. Variances Requested: BOH Regulation; Ch. 360-1. To allow a proposed septic tank to be 79 feet from a coastal bank in lieu of 100 feet. Title V; 15.211(1) To allow a leaching system to be 5 feet off a lot line in lieu of 10 feet. Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye Engineering & Surveying 18 North Street Hyannis, Massachusetts 02601 Public Hearing: Town Council Hearing Room Town Hall—2nd Floor 367 Main Street Hyannis, Massachusetts 02601 August 1 oth, 2010 at 3:00 pm #2009-039:02 . VarianceAbuttor.doc ABUTTOR NOTIFICATION LETTER Notice of Change of Hearing Date from August loth, 2010 to August 241h, 2010 Date: July 30th,2010 Re: Variance Request As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Jetty Realty Trust; Jane A. Bertolami, Trs. Address: 6 Proctor Street - Acton, Massachusetts 01720 Project Location: 15 Sea View Avenue, Osterville Assessor's Map & Parcel: Map 162; Parcel 026-002 Project Description: Construct new septic system. Pump and fill old cesspools. Variances Requested: BOH Regulation; Ch. 360-1. To allow a proposed septic tank to be 79 feet from a coastal bank in lieu of 100 feet. Title V; 15.211(1) To allow a leaching system to be 5 feet off a lot line in lieu of 10 feet. Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye Engineering & Surveying 78 North Street Hyannis, Massachusetts 02601 Public Hearing: Town Council Hearing Room Town Hall—2nd Floor 367 Main Street Hyannis, Massachusetts 02601 August 24th,2010 at 3:00 pm #2009-039:02 L VarianceAbuttorldoc I X•a4r �• ♦ •• ` .`. - r-- !J( - CONBTFALIMON 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE `sA f �_ 41' r::#, �'.:•: ,�.i �' ;f; d WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, uP/6 -49 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY + . , i. +w.•.; ,. . + 1 � ° e ,,I eP t'y `� LOCAL RULES do REGULATIONS APPLICABLE. .,. '' ~ : • ff( BENCHMARK. LEGEND 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY STAKE - .• r. •. 1, .. * f Rest 8iY AFT / THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED07-�• � '•• �' ` - •�`- `� ,,, ' �) EL. = t 9.71 / 0 %r A EOP - EDGE OF PAVEMENT WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. t �-,r+.•. .b e j. (NGVD) l UP/LP68 40 1 R- ��' WATER GATE �' ?:...,. ,r e`' �. `• I., Q 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILUNG. d CB/DH FNDn CONCRETE BOUND/DRILL HOLE FOUND NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR • is r �,. ti g 45'45'50w W -- W i" / +gyp 0 )x LIGHT INSPECTION. T. y, `�"""', 7;r � -;. ; •I u/a 6 �'� �1.A:f' W W MAIN a ' �. ,�,• `= •t.�,,,�'• •%'t W 10' WATER o unLmr POLE 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 �, /; tr S11'E W U/P 68/2 PVC. UNLESS OTHERWISE NOTED HEREIN. i 4 ° ' \ F, / y ` AVEN i , • ■ SEWER CATCH BASIN 5. THE PLUMBING WITHIN THE HOUSE WILL HAVE TO BE MODIFIED VIE • SEA CB/DH °�� FOR THIS PROPOSED CONSTRUCTION. » •'� i s;;:'t •„�:' • fis• ,,' oy 0' WIDE E POSTS FN ELECTRIC METER r• �- \n: 1931 LAY OUTI 4 is) � �ONCRET�.42 �/ HELD) •..� `� ter •t J yI L .*•y "�^�� PSIG G 1 -b ____ �a ° + _ GAS METER ': �5'�•,�w"..., '. , r o + 1956 f � -'� G ° V.y 6. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE -C •.:1 ! 2» gg 60 �_ G -�- - HORIZON , FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE ,� ___�_-_______ ° z GUY D P 10 R _ G - LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 3� CM 0/ - -•-,�,"' MAILBOX I _ ---- ° 19- �-�- r 15.255 TO THE TOP ELEVATION OF THE SAS. t' 2 ° + 4 FIRE HYDRMIT 45.4550-'E 95 ' TOWN OF BARNSTABLE 6 _+ � 7. INSULATE ALL .PIPES AGAINST FREEZING AS REQUIRED WHEN ■ EOP - CB/SEAL �� o _ �\ ' SHED � ,-_ TOWN LANDING I+� ` z LESS THAN 3' OF COVER. LOCUS MAP Scale, l n = 2OW --- FND (HELD *� '� r 4 m GENERAL NOTES E o c ' �� BLE 8. EXISTING CESSPOOLS ARE TO BE PUMPED AND FILLED WITH 20. W0 f -� � � Rq� cob I CLEAN SAND. M.91' �P 9 Fi EDGED �--- r 5 �� CONCRETE POSTS 1.) THE WENT OF TMS PLAN 19 TO DEIAL PROPOSED WORK AT LOCIRS L1ANT OF NDRI( o I I 9. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT FOR SEP71C '' by O �9 Eon w I / \/ D PARKING ° 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE AF1 2.) 1�NP 162 •026/b02 CONSTIRtXIM �-, o = '-BLE AT LEAST 72 HOURS BEFORE THE START OF (t r 3' WIDE -� P� 70 �Q . EXISTING EDGED 63' ONE 5 __-- �, �_ /, ,8 CONSTRUCTION THEE CONTRACTOR SHALL DETERMINE THE EXACT LOT 2 o PLAN BOOK 195 PAGE 17 � LAr 2 O PLAN BOOK 195 PAGE 149 DIAL AY z _ V11 (a- 1S) RAI 69 \ o TocKADE LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING �( 6 I CE` �\UP LP64-50 EXISTING UNDERGROUND UTILITIES AREU71UTIES BEFORE THE START OF ANY WSHOWN IN ORK. THE gN ON OF ONwwER LED BERtOIAM �•ry 1ar� 6 9 BEN �+ APPROXIMATE • rf TP2 _- N tNDE� I � �� ��, '} CHAIN L>NK ± AC11)N. W1 01 720 WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND 3 OVERHA '' \ to FEN SOD POST �� 3.) PRNWIRYNCHMURH( : AS SNONHI ON PUN HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR rIS BENCHMARK: �`\ I r � m ARD RAh �'TS+;� REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY' PROJECT gE1ONARK ; RIM E 11.87 (NAM) SPIKE SET v C� '6 LaNDscAPEO ' ' �� t8. STEEL Gv 6 �� +s RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT IBE 4 T1oN LL, : 19.42 U fP r = o N , 6 i +6 X,.`.'x DESIGN SCHEDULE ELEVATION OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE-THE ) ZOW (NGVD) 1' r o ' o r '6 ' �1�-- ,��� UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN ZOW 06'FRO : RF-1 (RadderAid) FIOII F.E. _ 19. , w r g FgfNDAT1oN)j uNc ' '----BOLLARDS uP) - 17 EXISTING FINISH FLOOR 19.41 INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER p�,LY as N= RM & AP STONE < (�S;OP WOOD DW4 L __ - SEWER INVERT AT HOUSE 16.6 IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, s I PATIO 19 -----__ --- -- VERIFY IN FIELD THE LOCATION / INVERTS OF . ELECTRIC, GAS, D ./' F.F.E. _ 63.8 / .�� .,, 15; G C -• GRANITE J/ ,; SEWER INVERT INTO SEPTIC TANK 16.4 �Lzo A - Is w .i # JgTIN OOLS _ __ _ TELEPHONE dt DATA/COMM AND RELOCATE IF CONFLICTING WITH t,� O N. SY$'T (2 C SSP � BENCHES - ANN. LOT FRONTAGE = 20 � • •� , pI,LSTitUc-nON N ,---- 3IY SIX et: REAR YARD - 15'/15' o � ` ` C NOTE �) �- __�•' -� SEWER INVERT OUT OF SEPTIC TANK 16.1 PROPOSED INVERTS PER THE ENGINEERS DfRECTION. THE FRONT YARD - N 52.Oti� ♦� I GRAss sTP- - SEWER INVERT INTO DISTRIBUTION BOX 15.9 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS o REQUIRED. S) A 11RE SEARCH HMS Nor KW PFlHFORLED FOR INS SOE F DEIEL UO z _ A .` s+ aNK a�za- - -- "_ ' ,- SEWER INVERT OUT OF DISTRIBUTION BOX 15.7 TO LIE ,A 7W MOM SIALL BE PERT M er rn►tERs ` ' ' ��ASTA�' SEWER INVERT INTO S.A.S. 15.5 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE Z N CJ L`' � _ ?; I> p OF co _ _ n SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE s.) DE r LK rLRoa 00 sNortN is am Or dl wff AM ME H�oRD �, - p e, �95 + _ 6 ,,- rO - - - - - �soRLNiaN oaalslNc of PLANs a+D omos tt. j -- = BOTTOM OF S.A.S. 13.5 APPROPRIATE UTILITY COMPANY. THE E10S W FEATURES SHDNHH!HEREON WEE DOMED H�IOLH AN ON THE GROUND MD FF , \ r ''�� 0 6� vSN-1c � - / -- SLIM PERFORM BY LW O kW MIN DHNHG S11INE1'N1G ON AUGUST 24. 2W9. '9 A TO MIEN►A/ � "_� BR ;�-- " + - _,_ _- NO GROUNDWATER OBSERVED TO ELEVATION 6.0 6 WAS �6 f' 7.) COwt� PANEL NUMBER: 25=1 0016 0 t I 7S THE Rj=LMSIJRy VM ME IMP DOM THHLS AREA AS ZONE C AHD VI 1 (EL 18). _-� - `- =� _-�" i� ?C POLE _-- _ '- - &) EWARONMEMM - _ ® "-. -- p, TR + BEACH ,, SOIL LOGS DATE:7/I9C1010 •srtE IS NOT WOWAN A c.E:G (AREA of cRItHCN. ENVKIONAENrAL COMM). I • K v _ ,, - Q z '\ .-CONC• PAD #P-12,9I7 •SITE IS NDr NRHN ML ME1%OF E'SHM W INLMDIT,OF ROLE VADM PER SEAL +1 / O PSl F� _ 1 r / ---------------- NHESP WP OCR>N'R 1. ZOOS 'tSINMTED HIIDGIIS OF RATE NNpiE• OF C Z '`, -' 11 -_ �� BOARD OF HEALTH AGENT: FOR USE NON THE W NEBUHHO•S PRo 001 ACr RET,;tAAOOHIS(310 CM 10).' (HELD) , _ SOPi A6 ,_---- A OBSERVED MHW (4-8- ) r ENG1 "R. �o Stephen A. Wilson,P.E. David W.Stanton,R.S. •SIZE DOES NOT®ONLtIN A:�ERTEED YETNIAL FOOL PER NIESP WP OCIOMR 1 2008 - - - •CERIFND VERHii1.-P00Lz.' --- --3--- TEST PIT 1 TEST PIT 2 •SRE 6,NOT OW A FMIV IMe IXT PER NIM WP OCIOtER 1, 20M 'PRIORIN - - 3� E c�NG s----- ------ � ,O��ti• _------- _---------- - wIBIDgS OF RARE SPECIES'FOR SPECES UNDER 1HE LIrISSAt•'HUSETIS EHRNNGERm -- G.S.E. = 19.Of G.S.E = 18.0f Leachln Area R Requirements SPECES ALT. REMUA11M(321 CWQ 5 _ + +2 �, •SITE IS 1Dr NOHN A SGI1E APPROVED 20LrE/GRd1Hn NR1ER REpNRGE PROTECTDN 3 BEDROOMS AT 110 GPD/BEDROOM, = 330 GPD AREA. w •SRE E NOT,NOHN A ZONE of CONIR6UIIOIr 10 A SAL1NpTER ESRMRY(SOH• RIM. Seri-4s� O" 0 NO GARBAGE GRINDER 9.) Ulm fferaiGION Sim MGM Z AP •THE OON1RAtlOft sFWI CONTACT DIG SAFE(AT 1- -0RrsAFE)AND u7LJHY CAPAHES TO IACATE Sandy Loom Sandy Loam PERC RATE = <5 AKIN. / INCH (CLASS 1 ) ALL E>EM URM AT LW 72 WON PRIM 10 THE START of oWI XIM THE LACATLDHH OF G) w w DOMG UHDERGROIAO AFFASNNCMIF. UIUIEB,OONDIM AND LKST ARE SH0N 0 AN APPRONNTE o 8 10 YR 3 3 10 l0 YR 4 3 LIAR = 0.74 GPD/S.F. MY aHO.Y. MAY Nar LE LNr1ED i0 THIosE sH+oNHi NEREJN AND HOE t#FH1 RESEARaED tMSED ON THE. B B AMNAM.E UMff RECOR06 WO tEREW THE OWRACRIR AGRE'E8 TO BE HUlY RESPONSIVE FOR MIN. LEACHING AREA OF SAS. WVSIRUCRRIE AND UILM DaCR.Y. F FIELD ODwNIW Df W Fft PAW NOW41ION, THE ANY AND All DNLMGEs NHusi LtGHR BE oco�IGHED BY THE CONRrIC1OR"S H7IN.HIRE TO LOCATE SAD „ � ••• Sand Loom Sand Loam » Y » Y CONW1t.TOt SUL NOW THE O ER MNEDMTELY FOR POSSRE I. _-4 OF 22 10 YR 6/4 20 10 YR 6/4 330 GPD 0.74 GPD S.F. = 446 S.F. MIN. •LOG WN OF OOS= CESSPOOLS FROM SEP11C IHfSPEEC11ON REPORT BY SEP11C SY51EM Baca C C PROPOSED SYSTEM: 6 ^• CULTEC RECHARGER 330XL sEREx c:olrwwr DATED INAItCM 21, 201a 7 o8sa wq r Medium Sand Medium Sand • raHW ,� + D R of aR CHAMBERS WITH 1 STONE ON ALL SIDES (2 EFFECTIVE DEPTH) MR IME AND APPIIRIDW INFO N I ON 6 BLSED ON MICH O-;Vr T ON �aa 4~8_>> ''• 10 YR 5/6 10 YR 5/8 ► RETbRD AT THE C8M RMLLE-OSM N2-MfflS=1D.Is NUTTER oEPARREM(Sam c i o ® ro:oo SIDEWALL AREA: (44 + 6)2 x 2 DEPTH= 200 S.F. DATE 4/1/061 Z50 q•M: PERC A 65' NO WATER ENCOUNTERED BOTTOM AREA: (44' x 6') = 264 S.F. •OAS U E NRMM TaN PER MOM W WPRONDED ON AUGUST 28„2009, _ 00 RATE= <5 MINAN (EL 6.0) TOTAL EFFECTIVE LEACHING AREA _ 464 S.F. •aEcnllc LINE M THaN PER H1srAR ELEICHRIc IiIAH+ sH+owING oYQi*EAD sERyHCE FROM p w POLE 0/2• <? VT 140 144 SEPTIC TANK SIZING: 330 PRD x 200% = 660 GAL. N USE 1500 GALLON SEPTIC TANK (H-20) ,G SITE LOCATION. V 6' I CERTIFY THAT IN APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE 1 Sea View Avenue N 46 � FINISHED GRADE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS-WAS PERFORMED BY ME � W11� MA N » „�- \ \ COMPACTED FILL CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. EDGE: OF wa��'" 36 MAX.-9 IN. / / \ / CO ACTED LL PREPARED FOR 6' G1� 2y'/ 2 OF PEA STONE-- ............................................................................ ... SIGNATURE, DATE Leo Bertolami OR FILTER FABRIC 3/4" TO 1 1/2 " DOUBLE TIRE - WASHED STONE Septic System Upgrade 4' 1' DIST1:4 . LINE IN 6 - CULTEC 330XI. io g BAXTER NYE ENGINEERING & SURVEYING 4._. a N •szas r PLASTIC LEACHING CHAMBER DETAIL Registered Professional Engineers and Land surveyors N CULTEC 330XL OR EQUAL 42 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 N NO SCALE 44 Phone-(509) 771-7502 Fax (508) 771-7622 M PLAN VIE �-�N OF IWQ. s P 3 CONSTRUCT ACCESS 20 O 20 40 S `n INLET TYPICAL SYSTEM PROFILE Q FINISHED • TOO TANK TO AT LEAST SCALE IN FEET Cn C� FLOOR EL FI /WITHINNISHED GRADE = 18.0t 6 FINISH GRADE NOT TO SCALEN 02i6 ADJUST COVER TO 6" BELOW GRADE Board of Health 1"=20' ,�'19.41 D.E.P. File �#SE 3-4955 (Proposed FINISHED GRADE OVER TANK = 18.Ot FINISHED F G GRADE OVER D. BOX = 18.5t INSPECTION PORT TO . . . SS�ONAL EN FINISHED GRADE OVER LEACHING TRENCH = 19. 3' BELOW GRADE - - o of Order of Conditions Expires. 12 1 2014 0 8"MIN. " VARIANCES REQUESTED: „Z `.' 9" (min) Cover SCH. 40 PVC .3" ip. .. .. 4" SCH. 40 PVC ®� W ((TYPICAL) FIRST 2 (TO BE LEVEL) 6 (max) Co E V ® 2.0� 3 Cover N -s"(' '. 2 min Fthen ® 2.0 r 1 8Ro1 2w .. ..• 2"Loye � / ® 2.0% or - -� oL 4" SCH. 40 PVC Peastone LEACMNG 310 CMR 15.211(1) - TO ALLOW A SAS. TO BE 5' OFF A . I j 10 CI TEES 14 - INV. IN.=15.9 6' SUMP /�,. DATE: 7/2 1 10 FINISHED - INV. IN.=16.1 PROPERTY LINE IN LIEU OF 10. Conservation Commission INV. IN.=16.4 ' BASEMENT GAS BAFFLE _ tNV. IN.=15.7 3 SAN► 8 t ADD AREA � w FLOOR -. .. 4" PVC 2 SAX 8/30/1 REVISE SEPTIC SYSTEM LOCJI110N s" CRUSHED BARNSTABLE BOARD OF HEALTH /30/ RESERVE PROPOSED HOUSE N :. REINFORCED CONCRETE S70NE / a •• INC. IN.=15.5 DA ��6 1 SW8/16/1 REVISE SEPtIC SYSTEM RDA M FOOTING . . CHAPTER 360-1; SETBACK REQUIREMENTS - TO ALLOW A SEP71C TANK : TO BE 78' FROM A COASTAL BANK IN LIEU OF 100' AND A SAS. TO BE NO. BY DATE REMARKS a 9T FROM A COASTAL BANK IN LIEU OF 100'. Negative Determination Issued 9/8/2010 DRAWN : MTM DESIGNED : SAW H BY: SAW DRA Co 5' MIN Determination of Applicability Expires 9/8/2013 m - DISTRIBUTION Box I Variance granted by Board of Health on 9/14/2010 0: 2009 2009'-039 surve worksheet 2009-039RDA.dw 0 1500 GALLON SEPTIC TANK (H 20) 1 Y� 9 No Groundwater Observed O Elev. 6.0 rn TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE 0 2009-039 N / I Ii 01 O O N r